Lstr
Civil/Environmental
- Jun 12, 2019
- 1
I was asked to design to hang an HDPE pipe of differenct elevation.... I only have the weight per unit length of the cable, difference in elevation of the 2 points and distance b/n these 2 points.
If I can control my allowable sag.... how can I locate the lowest point? And basing from the formula for catenary cables, how can I solve for C given these parameters?
If I can control my allowable sag.... how can I locate the lowest point? And basing from the formula for catenary cables, how can I solve for C given these parameters?